US3965688A - Underwater structures, in particular for underwater drilling operations - Google Patents

Underwater structures, in particular for underwater drilling operations Download PDF

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Publication number
US3965688A
US3965688A US05/491,570 US49157074A US3965688A US 3965688 A US3965688 A US 3965688A US 49157074 A US49157074 A US 49157074A US 3965688 A US3965688 A US 3965688A
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United States
Prior art keywords
water
bed
cylinders
walls
compartments
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
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US05/491,570
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English (en)
Inventor
Peter Jensen
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Generale Pour Devel Operationnels Richesses Sous-Marines
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Generale Pour Devel Operationnels Richesses Sous-Marines
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Publication of US3965688A publication Critical patent/US3965688A/en
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Expired - Lifetime legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E02B17/025—Reinforced concrete structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0017—Means for protecting offshore constructions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0039—Methods for placing the offshore structure

Definitions

  • the present invention relates to structures designed to rest upon the bed of a body of water, for example to support fixed installations such as drilling platforms or platforms for the exploitation of submarine petroleum deposits.
  • the structure is designed in the form of a caisson with a base at its lower end in order to give it buoyancy.
  • the vertical walls of the caisson generally extend a little beneath the base in order to form "spades" which penetrate into the sea bed and anchor the structure there.
  • the base of the caisson must not touch the seabed because the movement of the water produces undermining tending to produce in the seabed beneath the base of the caisson a ridge-back formation so that there is the risk of the caisson toppling.
  • the object of the invention takes the form of improvements which make it possible to overcome these drawbacks and at the same time to secure a certain number of advantages which will be described hereinafter.
  • the structure in accordance with the invention comprises a central opening without a base, surrounded by double vertical wall, preferably cylindrical in shape, spaced apart by vertical partitions, preferably cylindrical in form to form a plurality of compartments provided with bases at their bottom ends. Certain at least of these partitions extend preferentially above the double wall which is normally immersed when the structure is in position, to form hollow pillars extending above the surface of the water in order to support installations such as a drilling platform.
  • the bases of the compartments or hollow pillars form the buoyancy chambers which give the structure its buoyancy, and subsequently rest upon the seabed, limiting the penetration of the "spades" if these latter are provided.
  • These bases thus form a double function.
  • they can be located at different levels in relation to the internal edge of the vertical walls, so that the structure can rest upon a sloping seabed.
  • three at least of the hollow pillars are extended upwards, that is to say they extend above elements of the structure which are designed to directly support the fixed installations. It is thus possible to float the structure off immersed or submerged, with the supporting elements sufficiently far below the water level to give passage to vessels which carry the elements of these installations; the hollow extended pillars form buoyancy chambers, which give the half immersed structure stability and also stabilise it whilst it is being unballasted beneath the vessels aforementioned, so that the elements in question progressively support the weight of the installations.
  • This feature forms part of the invention which also extends to a structure designed to rest upon the base of a body of water and comprising elements intended to directly support fixed installations such as a drilling platform, said platform comprising at least three hollow elements extending above said supporting elements, and designed to act as buoyancy chambers in order to give the submerged structure stability, said elements being immersed in the water.
  • FIG. 1 is a plan view of the bottom part of the structure in accordance with the invention during the course of construction in a dry dock.
  • FIG. 2 is a sectional on a larger scale, taken on the line II--II of FIG. 1.
  • FIG. 3 is a plan view of the completed structure afloat, before the installation of the drilling platform.
  • FIG. 4 is a sectional view on the line IV--IV of FIG. 3.
  • FIG. 5 is a perspective cut-away view of part of the structure of FIG. 4.
  • FIG. 6 is a sectional view on a still larger scale, taken on the line VI--VI of FIG. 4.
  • FIG. 7 is a fragmentary view similar to that of FIG. 3, illustrating the installation of a drilling platform element.
  • FIG. 8 is an elevational view in accordance with arrow VIII of FIG. 7.
  • FIG. 9 is a plan view of the completed structure.
  • FIG. 10 is a sectional view of the line X--X of FIG. 9, showing the strucutre in its final position.
  • FIG. 11 is a development of a sectional view on the line XI--XI of FIG. 6.
  • FIG. 12 is a sectional view on the broken line XII--XII of FIG. 6.
  • the figures illustrate the construction, equipping and erection in position, of a reinforced concrete structure designed to support an underwater drilling platform above the sea.
  • a beach constituted by a cove close to a sheltered location in deep water, as encountered for example in a fiord, is chosen.
  • the entrance to the cove is blocked by a sea wall 1 (FIGS. 1 and 2) and the beach is excavated away in order to form a basin or dock 2 with a flat horizontal base located below the level of the sea 3 and sufficiently large to contain the structure 4.
  • the structure 4 comprises two coaxial cylindrical walls 5, 6 with vertical axes, spaced apart by a plurality of contiguous vertical cylinders 7a, 7b, 7c, 7d, 7e, 7f, 7g, 7h, 7i, 7j, 7k, 7l.
  • the central opening 8 surrounded by the internal wall 5 has no base, whilst the contiguous vertical cylinders 7a-7l are provided with respective bases 9.
  • the base 9 in each of the cylinders is traversed by a tube 10 (not shown in FIGS. 1 and 2), the purpose of which will be explained hereinafter.
  • These vertical cylinders, between the walls 5 and 6, delimit internal spaces 11 and external spaces 12 in the form of curvilinear triangles (see FIGS. 5 and 6).
  • the cylinders 7a to 7l act as buoyancy chambers and support the structure 4 above the seabed.
  • the pontoon 17a also floats; the pontoon is then moored to the structure 4 and the sea wall 1 is opened over a sufficient length to give passage to the structure which latter is towed out to the sheltered deep water location (FIG. 4).
  • the construction of the structure then continues with the help of the concrete centre 17.
  • the cylinders 7a to 7l are progressively ballasted so that the structure sinks progressively as its height increases.
  • the structure has an overall diameter of around 100 meters and each of the cylinders 7a to 7l has a diameter of around 20 meters; the structure is designed to rest upon the seabed at a depth around 80 meters.
  • the height of the walls 5 and 6 and of the cylinders 7b, 7d, 7f, 7h, 7j and 7l (shown in broken line in FIG.
  • cylinders 7c, 7g and 7k are of the order of 45 meters, whilst the construction of the cylinders 7c, 7g and 7k (shown in chain dotted fashion) is continued for a further 60 meters, and the cylinders 7a, 7e and 7i are built up for a further 10 meters, making them in other words 70 meters longer than the walls 5 and 6.
  • the cylinders 7c, 7g and 7k are designed to form hollow pillars upon which the drilling platform will rest, the platform being attached to the cylinders 7a, 7e and 7i which are the extended hollow pillars.
  • the bottom 18 of the body of water at the construction location will be deeper than 110 metres beneath the surface 3, and at the end of the construction phase the tips of the cylinders 7a, 7e and 7i will be all that is left projecting above the surface 3; these three cylinders form buoyancy chambers which are adequate to give the structure stability in the immersed or semi-immersed position.
  • the structure 4 is held in this position and the concrete centre is evacuated by floating its pontoon 17a over the submerged cylinders.
  • drilling platform elements such as a platform element 19 (FIGS. 7 and 8) will have been prepared which will have been assembled on bases such as a pontoon 19a acting as floating pontoons, and, whilst the structure 4 is still in the submerged position, each of these pontoons 19a, is moved into position above a cylinder or pillar, for example, above the cylinder 7c so that it is enclosed between the two projecting cylinders or pillars 7a and 7e.
  • the cylinders 7a to 7l are progressively unballasted so that the pontoons 19a come to rest upon the pillars 7c and thus form the bases for the drilling platform which latter is attached firmly to the projecting pillars such as 7a and 7b by means which have not been shown, for example by bolts.
  • this method of positioning of the drilling platform requires that that portion of the structure upon which it is to rest, can be submerged and this is made possible by the fact that the extended hollow pillars 7a, 7e and 7i act as buoyancy chambers which then emerge above the surface 3 of the body of water. Three at least of these buoyancy chambers are required to give the structure stability in the submerged position and especially during the progressive unballasting operation carried out in order to transfer to it the weight of the drilling platform.
  • the prior art structure cannot comprise any elements located above the plane of installation of the platform, which could act as buoyancy chambers, so that it is impossible to submerge said plane or level, without completely immersing the structure and therefore seriously compromising its stability.
  • the plane of installation must therefore be maintained at a certain level above the water level and the positioning of the drilling platform, which weighs several hundred tons, presents extremely difficult problems.
  • the cylinders 7a to 7l are unballasted until the depth of the submerged portion is reduced to the minimum compatible with stability, this in order to reduce the resistance to motion through the water, and the structure is then towed to the site of its final installation where the cylinders are very heavily ballasted so that the structure rests heavily upon the bed 23 of the sea (see FIGS. 9 and 10).
  • ballasting can be carried out cheaply because it is generally sufficient to open the tubes 10 passing through the bases of the cylinders 7b, 7d, 7f, 7h, 7j and 7k in order to flood them and thus cause the structure to sink down to the level 20 of the top edge of the walls 5 and 6 of these cylinders, whereupon ballast (sand, gravel or shingle) brought by barges, can be dumped into them. Self-evidently, a calm period will be chosen in order to perform the operations of towing out and ballasting.
  • the platform elements which have been installed whilst the structure was immersed comprise in particular, in the embodiment illustrated in FIGS. 9 and 10, a helicopter landing pad 19, a derrick structure 19' and a power plant 19". They also comprise lifting gear 21, 22 enabling barges to deliver equipment designed for installation on the platform, or materials, for example ballast for the completion of the ballasting operation.
  • FIG. 6 the structure can be seen which is built in such a fashion that the walls of the cylinders are attached to one another and to the cylindrical walls 5, 6.
  • These cylinders 7a to 7l thus form a reinforced concrete network which defines the spacing between the double wall 5, 6 and give it great mechanical strength.
  • the construction is carried out, in a manner known per se, by pouring concrete around the reinforcing elements (not shown) into formwork elements (not shown) which are slid upwards as building progresses.
  • the hollow pillars 7c, 7g, 7k and the extended hollow pillars 7a, 7e and 7i are solidly rooted in this double wall which acts as a foundation for them.
  • the "spades” 24 are constituted by portions of the walls 5, 6 and portions of the cylinders which extend beneath the bases 9, 13 and 14 and penetrate into the seabed 23. As far as the "cap” 25, this is an annular flange or rib on the wall 5, which extends horizontally towards the interior of the opening 8 (FIG. 5). Into this opening 8, against said wall 5, ballast 26 (FIG. 10) is dumped which bears on the "cap” 25 and prevents the structure from lifting and toppling.
  • the seabed 23 slopes.
  • the bases 13, 14 of the spaces 11, 12 are located, above the bottom edge 27 of the spades, at different heights which have been designed prior to building so that the cylinders 7a to 7l are substantially vertical when the structure is placed in its final position, and so that the bases 13, 14 rest upon the seabed.
  • the bases 9 of the cylinders are located slightly higher and the alignment of the structure is adjusted so that the cylinders are strictly vertical, this by injecting concrete 28 beneath the bases 9, through the tubes 10.
  • the height of the walls 5, 6 and the cylinders 7b, 7d, 7f, 7k, 7j and 7l is only a fraction of the height of the structure so that the inwardly facing surface of the internal wall 5 and the outwardly facing surface of the external wall 6 are water-wetted and along with the and cylinders are submerged quite deeply beneath the surface of the water, only the spaced pillars 7a, 7c, 7e, 7g, 7i and 7k which support the drilling platform, actually standing out of the water.
  • the spaced pillars are less vulnerable to the effects of wave action and wind, than are conventional structures where the whole of the mass emerges above the surface of the water.
  • Perforations can be provided in the external wall 6 in accordance with the disclosure of U.S. patent application Ser. No. 391,465, filed Aug. 24, 1973 and U.S. patent application Ser. No. 461,347, filed Apr. 16, 1974 both assigned to the assignee of the present invention, in order, in the neighbourhood of the bottom edge 27, to create a water circulation effect which prevents undermining of the base of the structure, these perforations will preferably open into the spaces 12.
  • the ballast can be supplied cheaply since it is merely necessary to dump it directly from barges into the spaces 11 and 12. If the wall 6 contains openings, the ballast will be made up of shingle, having a larger size than the wall openings.
  • the cylinders 7a to 7 l offer various possibilities which have not been illustrated by the drawing, for example:
  • Certain of the cylinders can have their bases 9 omitted, so that they can be used for drilling operations.
  • the derrick 19' could be equipped with a drill pipe passing through the cylinder 7g which could be provided without a base.
  • a cylinder If drilling for petroleum or gas is carried out in this fashion through a cylinder, then the latter can be utilised afterwards for extraction, rendering that operation easier. Moreover, in the event of any accident, the petroleum or gas will escape above the surface of the water so that the consequences of such accident are less serious.
  • the particular cylinder involved can be reinforced, for example by hooping it, in order to increase its mechanical strength.
  • Certain of the cylinders can be used to store petroleum or to drill an access shaft to a reservoir, natural or artifically produced, located beneath the seabed.
  • certain of the cylinders left without a base for the purpose, can be used for the operation of displacing mud or silt covering the seabed at the location of the structure, prior to the setting down of the latter, by means of airjets or waterjets.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Earth Drilling (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
  • Load-Engaging Elements For Cranes (AREA)
US05/491,570 1973-07-25 1974-07-24 Underwater structures, in particular for underwater drilling operations Expired - Lifetime US3965688A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR73.27245 1973-07-25
FR7327245A FR2239118A5 (enExample) 1973-07-25 1973-07-25

Publications (1)

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US3965688A true US3965688A (en) 1976-06-29

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US05/491,570 Expired - Lifetime US3965688A (en) 1973-07-25 1974-07-24 Underwater structures, in particular for underwater drilling operations

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US (1) US3965688A (enExample)
FR (1) FR2239118A5 (enExample)
GB (1) GB1470604A (enExample)
NO (1) NO139055C (enExample)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4249618A (en) * 1977-12-19 1981-02-10 Compagnie Generale Pour Les Developpements Operationnels Des Richesses Sous-Marines Method and apparatus for the working of underwater deposits
US4303352A (en) * 1978-06-26 1981-12-01 Compagnie Generale Pour Les Developpements Operationnels Des Richesses Sous-Marines Method for the building and putting in place of a sea platform with a gravity resting base, and means for implementing such a method
DE19535877C1 (de) * 1995-09-27 1997-04-03 Bergsicherung Cottbus Erkundun Vorrichtung zur zeitweisen Eintragung einer zusätzlichen Flächenlast auf größere unter einer Wasseroberfläche liegende Bodenflächen
US8025103B1 (en) 2010-06-24 2011-09-27 Subsea IP Holdings LLC Contained top kill method and apparatus for entombing a defective blowout preventer (BOP) stack to stop an oil and/or gas spill

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1665796A (en) * 1923-11-05 1928-04-10 George B Sipe Method of providing and placing piers
US1963351A (en) * 1931-08-03 1934-06-19 Melville F Clements Method of constructing foundations
US2385341A (en) * 1944-08-10 1945-09-25 Charles A D Bayley Floating dry dock
US2652693A (en) * 1949-05-16 1953-09-22 Goldman Submersible support for machinery
US2705403A (en) * 1950-05-19 1955-04-05 Ebert Philipp Caisson
US3118282A (en) * 1964-01-21 Breakwater structures
US3402559A (en) * 1966-09-26 1968-09-24 Nippon Concrete Ind Co Ltd Process of forming a large-diameter tubular pile foundation

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3118282A (en) * 1964-01-21 Breakwater structures
US1665796A (en) * 1923-11-05 1928-04-10 George B Sipe Method of providing and placing piers
US1963351A (en) * 1931-08-03 1934-06-19 Melville F Clements Method of constructing foundations
US2385341A (en) * 1944-08-10 1945-09-25 Charles A D Bayley Floating dry dock
US2652693A (en) * 1949-05-16 1953-09-22 Goldman Submersible support for machinery
US2705403A (en) * 1950-05-19 1955-04-05 Ebert Philipp Caisson
US3402559A (en) * 1966-09-26 1968-09-24 Nippon Concrete Ind Co Ltd Process of forming a large-diameter tubular pile foundation

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4249618A (en) * 1977-12-19 1981-02-10 Compagnie Generale Pour Les Developpements Operationnels Des Richesses Sous-Marines Method and apparatus for the working of underwater deposits
US4303352A (en) * 1978-06-26 1981-12-01 Compagnie Generale Pour Les Developpements Operationnels Des Richesses Sous-Marines Method for the building and putting in place of a sea platform with a gravity resting base, and means for implementing such a method
DE19535877C1 (de) * 1995-09-27 1997-04-03 Bergsicherung Cottbus Erkundun Vorrichtung zur zeitweisen Eintragung einer zusätzlichen Flächenlast auf größere unter einer Wasseroberfläche liegende Bodenflächen
US8025103B1 (en) 2010-06-24 2011-09-27 Subsea IP Holdings LLC Contained top kill method and apparatus for entombing a defective blowout preventer (BOP) stack to stop an oil and/or gas spill
US8186443B2 (en) 2010-06-24 2012-05-29 Subsea IP Holdings LLC Method and apparatus for containing an oil spill caused by a subsea blowout
US8196665B2 (en) 2010-06-24 2012-06-12 Subsea IP Holdings LLC Method and apparatus for containing an oil spill caused by a subsea blowout

Also Published As

Publication number Publication date
FR2239118A5 (enExample) 1975-02-21
NO742661L (enExample) 1975-02-24
NO139055C (no) 1978-12-27
NO139055B (no) 1978-09-18
GB1470604A (en) 1977-04-14

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